Effects of initial water and salt content on permeability and microstructure of sodic-saline loessal soils

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Yan Xu, Fansheng Kong, Min Zhang, Hua Du, Shulin Dai, Zheyuan Zhang
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Abstract

Dramatic changes in temperature and rainfall with global warming can significantly alter the moisture status of topsoil, thereby inducing soil structure degradation. However, few studies have reported the variation in permeability of saline soils during drying, which contributes to further refining the mechanism of wetting‒drying effect on soil properties. In this study, the permeability and microstructure of sodic-saline loessal soil with different initial water contents (IWCs) and salt contents (ISCs) obtained from pre-saturation and subsequent drying were explored using constant head permeability tests and SEM observations. The results show that the permeability coefficient decreases exponentially with time. The maximum permeability coefficient (Kmax) of the samples decreases with decreasing IWC and ISC, while the relatively stable permeability coefficient (Krs) is less affected. The microscopic results show that during the seepage process, the porosity and pore diameter of samples with low IWC gradually decrease, accompanied by a weakening of pore directionality and an increase in fractal dimension. In contrast, samples with high IWC show an initial increase followed by a decrease in porosity, pore diameter and pore directionality, alongside a gradual decrease in fractal dimension. The drying process promotes the formation of inter-aggregate pores and weakens aggregate stability, leading to significant microstructural disturbances in low IWC samples upon rewetting. The increase in salt content enhances particle cementation but also creates additional channels for rapid permeability. These findings carry practical implications for the prevention and control of soil erosion and engineering geohazards in saline soil regions under the impact of climate change.

初始含水量和含盐量对钠盐黄土渗透性和微观结构的影响
随着全球变暖,气温和降雨量发生了巨大变化,这会显著改变表层土壤的水分状况,从而导致土壤结构退化。然而,很少有研究报道盐碱土在干燥过程中渗透性的变化,这有助于进一步完善湿润-干燥效应对土壤性质的影响机制。本研究利用恒定水头渗透试验和扫描电镜观察,探讨了预饱和及随后干燥过程中不同初始含水量(IWCs)和含盐量(ISCs)的钠盐黄土的渗透性和微观结构。结果表明,渗透系数随时间呈指数下降。样品的最大渗透系数(Kmax)随着 IWC 和 ISC 的减小而减小,而相对稳定的渗透系数(Krs)受到的影响较小。微观结果表明,在渗流过程中,低 IWC 样品的孔隙率和孔径逐渐减小,同时孔隙方向性减弱,分形维度增大。与此相反,高 IWC 样品的孔隙率、孔隙直径和孔隙方向性在最初增加后逐渐减小,同时分形维度也逐渐减小。干燥过程促进了集料间孔隙的形成,削弱了集料的稳定性,导致低 IWC 样品在重新润湿后出现明显的微观结构紊乱。盐分含量的增加会增强颗粒胶结,但也会为快速渗透创造额外的通道。这些发现对于在气候变化影响下预防和控制盐碱土地区的土壤侵蚀和工程地质灾害具有实际意义。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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